GE (P) AF/Gur-03/2020-21

Amount

Demolition of brick work built in cement mortar including all qoins, arches, pillars, etc.complete all as specified.

Demolition in cement concrete ground floor and paving nexc. 15 cm thickness ( below above ground floor ) all as directed by Engr-in-Charge.

Taking down cement Plaster, any description on Brick Walls or on concrete Surfaces including raking out Joints, hacking for Key, scrubbing down with Water, etc., and removing same from the Site(s), complete all as specified and as directed.

M&L for cement concrete type D-2 1:4:8 (40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified

Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and as directed by Engr-in-charge.

M&L for Brick work with sub class B bricks straight or curved on plan exc 6 mtr mean radius built in CM 1:6 complete all as specified and as directed by Engr-in-charge.

All as per srl item No. 6 here in before but using old serviceable bricks. Note:- Serviceable bricks obatined from srl item No. 2 shall be re-used in srl item No. 6 after cleaning etc complete all as specified and directed by Engr-in-Charge.

M&L for rendering 15mm thick in CM (1:6) on brick work or concrete surfaces of brick work, finished fair & even w/o using extra cement complete all as specified and as directed by Engr-in-charge.

M&L for rendering 10mm thick in CM (1:3) on ceiling or concrete surfaces, finished fair & even w/o using extra cement complete all as specified and as directed by Engr-in-charge.

Supply only liquid water proofing compound mix cement concrete/cement plaster as per manufacture instruction all as directed by Engr-in-Charge. Make : DR. FIXIT PIDE PROOF LW, CICO, FOSROC.

M&L for preparation of new plaster surface on wall two coat of cement base paint and one coat of primer complete all as specified and as directed by Engr-in-Charge.

M&L for preparation new steel surface exc 10 cm width/girth and applying two coat synthetic enamal paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of old painted steel surfaces of any description not otherwise described, over 10 cm width or girth and applying two coat of synthetic enamel paint complete all as specified and as directed by Engineer-in-charge.

Dismantling of mild steel work of any description not other wise provided of complete all as specified and as directed by Engineer-in-charge.

Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes Fe 410 W (Gde-E-250) quality-A complete all as specified and as directed by Engineer-in-charge.

S&F MS as in posts, gate (ornamental type) and struts in fencing angle including cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing with mesh etc including all necessary drilling bolting or riveting etc and similar work confirming to Fe-290 (Gde-E-165 quality-B. Note:-Posts/struts of angle iron made to shape shall be welded to existing angle iron bracket of security wall, contractor shall make his own arrangement for welding for boundary wall by using gen sets or any alternative arrangement complete all as specified and as directed by Engineer-in-charge.

Supply only Chain link MS galvanised fencing, size 75mmx75mmx4mm wire complete all as specified and as directed by Engineer-in-charge.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed by Engineer-in-charge.

M&L for expanded metal not exc four kg per sqm, cut to length, bent to shape required and tying with and including annealed muild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members complete all as specified and as directed by Engineer-in-charge.

S&F Steel work in tubular trusses, pillars and purlins including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S 1161-1979 grade St.-240 complete all as specified and as directed by Engineer-in-charge.

S&F in repair Galvanized 2 stand Steel Barbed wire 2.24mm dia barbed with dia barbs at 75 mm spacing and straining and fixing to any type of stsnderd rails, straining bolts,including securing or tying at crossings with and provisuion of galvanised mild steel pins, etc incl taking down of existing barbed wire as directed (each line wire to be measured) complete all as specified and directed by Engr-in- Charge.

S&F in repair 950 mm dia concertina coil reinforced punched(chrome razor or blade wire with barbed top of 0.5mm thick galvanised sheet and core wire of dia 2.5mm of high tensile steel wire incuding galvanised MS staples/ Clips for tying at crossing complete including taking down of existing concertina coil complete all as specified and as directed by Engineer-in-charge.

S&F in repair 450/600 mm dia concertina coil reinforced punched(chrome razor or blade wire with barbed top of 0.5mm thick galvanised sheet and core wire of dia 2.5mm of high tensile steel wire incuding galvanised MS staples/ Clips for tying at crossing complete including taking down of existing concertina coil complete all as specified and as directed by Engineer-in-charge.

Dismantling of asbestos cement (corrugated, semi-corrugated, etc.) sheets any thicknes in roof covering complete all as specified and as directed by Engineer-in-charge.

S&F Asbestos cement 6mm thick corrugated or semi-corrugated sheets in roof firxed with L-type or J-type crenked hook bolts complete all as specified and as directed by Engineer-in-charge.

S&F Asbestos cement 6mm thick in two pieces adjustable plain ridge fixed wirth l-type and J-type hook bolts complete all as specified and as directed by Engr-in-Charge.

M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in as in coping cill, rounded or chamffered on edges complete all as specified and directed by Engr in Charge.

M&L for 60mm Machine pressed pre casted pressed cement concrete inter locking paver blocks glazed coloured up to 6mm on the top in any shape and size, strenth not less than M-35 including 25mm thick dry sand cushioning and grouted with sand complete all as specified and as directed by Engineer-in-charge.

S&F 0.5 mm thick pre coated thick galvalume aluminium zink coated GI based corrougated steel sheeting of any colour having tansile strength of 550 MPA as in roof covering/glading to wall fixed with self tapping screws, includng dismantling old sheet complete all as specified and directed by Engr-in-Charge.

S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws includng dismantling old sheet complete all as specified and as directed by Engineer-in-charge.

M&L for providing 25 mm thick cement concrete 1:2:4 type B-0 using 12.50mm graded stone aggregate as in sub base of floor complete all as specified and directed by Engr-in-Charge.

M&L for Chequered cement concrete tiles 300x300x25mm thick, set jointed and pointed in near cement slurry in floors with gray cement and pigments in any colour machine preassed glazed , over and including cement screed bed 15mm thick cement motor 1:6 complete all as specified and as directed by Engr-in-charge.

Dismantling of wall/ floor tile including backing coat any description or any thickness led beded and pointed in any cement motar and removal to out of MD land complete all as specified and as directed by Engineer-in-charge.

M&L for 100mm thick Cement 1:1.5 :3, concrete type A-1 using 20mm graded stone aggregate as in road/hardstanding finished even smooth with broom finished w/o using extra cement, laid in alternate panels and joints filled with mastic filler Gde-A, complete all as directed by Engr-in-charge. (Note metallic hardender measured and paid separately).

S&F 1.00mm mild steel, plain black sheet hearths; covering to door shutters; covering to door chowkats (frames); chullah hoods; waters tanks; water troughs; ducts; urinal troughs and funnels, etc. cut to size, edges beaded if directed, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel members, etc., with plain 40mm lap joints or welded/riveted seams including bending, turning up, mitred angles, stopped ends, outlets, etc. as required complete all as specified and as directed by Engineer-in-charge.

Restriaining resecurig including making good staples or tighting of cross wire galvanised barbed wire in any dia of wire or any spacing complete all as specified and as directed by Engineer-in-charge.

Taking down and refixing in same position after replaing of damage of fencing post concertina coil any dia reinforced punched(chrome razor or blade wire with barbed top of 0.5mm thick galvanised sheet and core wire of dia 2.5mm of high tensile steel wire incuding galvanised MS staples/Clips for tying at crossing complete all as specified and directed by Engineer–in-Charge.

Taking down existing angle iron from wall embadded in PCC and refixing in the same opening/position complete all as specified and as directed by Engr-in-Charge.

Dismantling of plain or corrugated steel sheeting any gauge thickness including nanital or similar pattern roor coverings all as specified and directed by Engr-in-Charge.

M&L for Washed stone grit plaster on exterior wall son two layers ,under layer 12 mm cement plastered 1:4 ( 1 cement; 4 coarse sand)using white cement in place of ordinary cement in the top layer of the item of washed stone grit plaster , furrolowing he undre layer with scratching tools , applying cement slurry on the under layer @ 3 kg of cement per sqm , top layer 15 mm in cement mortar 1:1/2:2( 1 cement:1/2 coarse sand: stone chipping 10 mm nominal size) in panel with groove all around as per apprved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chipping complete all as specified and as directed by Engr-in-charge. (Payemnt for providing grooves shall be made separately) .

Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens,nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge.

Note:- The amount of Rs 145175/- against Schedule of Credit on Page No130 shall be deducted from the total amount quoted against Sch 'A' while deriving the Contract Sum for Acceptance

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